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Home My WebLink AboutSCREEN ROOM DETAILSTABLE OF ROOF BEAL. COLUMNS, PURLINS Ai- . GIRTS: I SPECIFICATION NOTES AND DESIGI - . )ARAMETERS: I T POLY ROOF SCREEN ROOM SPEED. THE TABLES BELOW ARE BASED ON SIMULTANEOUS LOADING AS DEFINED IN THE FLORIDA ,ING CODE (FBC), CHAPTERS 16 AND 20, AND OTHER REFERENCES SUCH AS ALUMINUM ASSOCIATION ORIDA (AAF) "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS". STRUCTURAL TABLE 1 MAIN ROOF MEMBER SCHEDULE MEMBER I MARK I MANF. I WEIGHT MATERIAl THICKNESS I LENGTH DESIGN BASIS # I SKIN POLY SKIN A FL PROD. APPR. POLY ROOF PANEL # 1 1 PRP1 1 ELITE 1 1 1 ALUM 1 3" 1 0.024 _FT.j 1 13'-0" FL7561-R4, DWG. FL-1001, 8-12-17 TABLE 2 MAIN MEMBER SCHEDULE MEMBER I MARK I SIZE IMATERIALI TYPE I THICKNESS ILENGTH DESIGN BASIS b x t I ALLOY I W I F FT. COLUMN #1 COLUMN#2 COLUMN#3 COLUMN #4 COLUMN # 5 GIRT # 1 GIRT#2 CARRIER BEAM # 1 KNEE BRACE Cl 2x4H ALUM HOLLOW 0.050 0.050 - 7'-6" CALCULATION C2 2x4H ALUM HOLLOW 0.050 0.050 7'-8" CALCULATION C3 2x4H ALUM HOLLOW 0.050 0.050 T-10" CALCULATION C4 2x4H ALUM HOLLOW 0.050 0.050 7'-8.25" CALCULATION C5 2x4H ALUM HOLLOW 0.050 0.050 7'-9.25" CALCULATION Gl 2x4H ALUM HOLLOW 0.050 0.050 X-10" CALCULATION G2 2x4H ALUM HOLLOW 0.050 0.050 4'-4" CALCULATION CB1 2x4H ALUM HOLLOW 0.050 0.050 4'-0" CALCULATION KB 2x4H I ALUM I HOLLOW 1 0.050 1 0.050 2'-0" 1 CALCULATION TABLE 3 1 MAIN COMPONENTS SCHEDULE COMPONENT MANUFACTURERIMODEL #-PRODUCT APPROVAL I RATED PRESSUR I SIZE W x H INSTALLATION INSTRUCTIONS I HVHZ RATED PRESSURE REQUIRED 5200 ACRYLIC WINDOW NA NA 46"x72" NA NO I NA CUSTOM WINDOW SYS. 5200 ACRYLIC WINDOW NA NA 52"x72" NA NO NA CUSTOM WINDOW SYS. ACRYLIC DOOR NA NA 36"x80" NA NO NA CUSTOM WINDOWS THIS WOOD DECK AND POLY ROOF SCREEN ROOM IS LOCATED IN A RESIDENTIAL COMMUNITY WEST OF ROUTE A1A AND NORTH OF N. CAUSEWAY IN FORT PIERCE. THE SCREEN ENCLOSURE HAS MANY HOUSES AROUND IT BUT IT IS ONLY ABOUT 500 FEET FROM THE ATLANTIC OCEAN. IN ACCORDANCE WITH THE EXPOSURE CATEGORIES LISTED #21111101-11IN-Wi1T_Y <A.34 ACCORDING TO THE COMPUTER PROGRAM "WINDSPEED BY LOCATION A PRODUrT OF'APPI IFn TFCHNOI OGY GOUNGIL' [HE: UESIGN WIND LOAD REQUIREMENTS FORA RISK CATEGORY I ENCLOSURE IN THIS LOCATION IS A WIND SPEED OF 147 MPH. LOAD, EXPOSURE -D, RISK CATEGORY 1. M, NEW POLY ROOF SCREEN ROOM HAS A TOTAL RISE OF 61NCHES AND A RUN OF 12 FEET, WHICH GIVES A SLOPE OF ABOUT 0.50 INCHES PER FOOT. THE POLY ROOF SCREEN ROOF IS BEING BUILT ON A NEW WOOD DECK THAT IS BEING BUILT ON AN EXISTING NOMINAL 4" SLAB THAT IS IN GOOD CONDITION. THIS FOI INOATION IS ArrFPTARI F MR THIS WOOD DECK AND POLY ROOF SCREEN ENCLOSURE. THE DESIGN DRAWING FOR THE WOOD DECK IS SHOWN ON SHEET 2. THE DESIGN DRAWING FOR THE POLY ROOF SCREEN ROOM IS NO SHEET 3. THE POLY ROOF CONNECTION DRAWINGS ARE SHOWN ON SHEET 4. ADDITIONAL CONNECTION DRAWINGS ARE SHOWN ON SHEET S. SEE SKETCH FOR THE KNEE BRACING. NOTE: BECAUSE THIS POLY ROOF SCREEN ROOM IS ABUTTING A MOBILE HOME THE STRUCTURE SHALL BE PANEL I HE ELECTRICAL FIXTURES (LIGHT AT DOOR AND GFI OUTLETS), AS REQUIRED, WILL BE DONE BY OTHERS. THE -IESE ITEMS WILL BE DEC THIS DESIGN COMPLIES WITH THE GUIDELINES DEFINED IN CHAPTERS 16 & 20 OF THE 2017 FLORIDA BUILDING CODE, SIXTH EDITION, BUILDING, USING THE ALLOWABLE STRESS DESIGN PRESSURES LISTED IN TABLE 2002.4 AND TABLE 2002.4A. THE AAF STANDARDS OF THE "GUIDELINES TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS" FOR THE TABLES ARE APPLIED. A DESIGN BASICS: THIS SCREEN ENCLOSURE IS A RISK CATEGORY I STRUCTURE. HEIGHT T-6", EXP.'D', 150 MPH B THE BUILDING CLASSIFICATION RISK CATEGORIES ARE FROM FBC, TABLE 1604.5 AND AREA LOCATION WIND SPEED PER FBC, FIGURE 1609C. BUILDING CLASSIFICATION PER TABLE 27.2-1. ASCE 7.10. C DESIGN PRESSURE: (18114 SCREENING), WIN @ 39.94 PSF, LW @ 31.33 PSF, FOR SOLID ROOF@ 37.38 PSF PER TABLE 2002A. D MAXIMUM HEIGHT: HEIGHTS HIGHER THAN LISTED ABOVE REQUIRE SITE -SPECIFIC DESIGN BY THE ENGINEER OF RECORD. E ALLOWABLE DEFLECTION: L 160 MINIMUM, AS SPECIFIED IN TABLE 91604.3 OF FBC. F CONTINUOUS LOAD PATH IS PROVIDED WITHIN THE CALCULATIONS USING ALLOWABLE STRESS DESIGN PRESSURES. 2 MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD): A ALL EXTRUSION MATERIALS SHALL BE ALUMINUM ALLOY # 6005T5 OR # 6061T6; ALLOY # 6063T6 IS NOT ACCEPTABLE. B FASTENERS: ALUMINUM ALLOYS #2024-T4 &#7075.T6, DOUBLE CAD -PLATED STEEL, HOT -DIPPED GALVANIZED STEEL OR 300-SERIES STAINLESS STEEL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR SEPARATION OF DISSIMILAR MATERIALS AS DEFINED IN THE FBC. HE/SHE MAY IMPLEMENT ANY OF THE MEANS LISTED IN THESE SECTIONS. ALTERNATIVES MUST BE REVIEWED AND APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO ANY INSTALLATIONS UTILIZING THE SUBJECT METHODS. C SCREEN CLOTH: SHALL BE VINYL -COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF 18 X 14, 58% OPEN MINIMUM. OTHER SCREEN DENSITY REQUIRE ADDITIONAL ENGINEERING CONSIDERATION. D ANY CONNECTION USED, THAT IS NOT SHOWN ON THESE SHEETS, MUST MEET ALL FBC AND AAF GUIDELINES. E MATERIAL UPGRADES (STRONGER AND/OR HIGHER GRADE MATERIALS) CAN BE SUBSTITUTED AT ANY TIME. F A 2x2 OR A 20 SNAP MEMBER CAN ALWAYS REPLACE A 2x2 OR A 2x3 HOLLOW MEMBER, RESPECTIVELY. G WHEREVER SCREENING OR KICKPLATES ABUTS THE HOUSE OR CONCRETE THE MEMBER USED TO SUPPORT THAT SCREENING OR KICKPLATE WILL BE A 1" x 2" x 0.046" O.B. OR STRONGER ALUMINUM MEMBER. H ALL DOOR JAMS (DJ) SHALL BE 2" x 2" x 0.046" ALUMINUM MEMBERS OR STRONGER. I IT IS ALWAYS ACCEPTABLE TO ADD OR RELOCATE A SCREEN DOOR AS LONG AS THE COLUMNS ARE NOT DISTURBED. 3 ALL HOUSE FASCIA DETAILS, BOLTING OR SCREW SELECTIONS, BEAM SPLICE DETAILS, DIAGONAL "K" BRACING DETAILS, COLUMN TO BEAM DETAILS, STRUCTURAL GUTTER DETAILS, WALL AND FASCIA DETAILS, CORNER ANCHOR DETAILS, ROOF BRACING DETAILS, EAVE BRACING DETAILS, ETC., IF NOT EXPLICITLY OUTLINED ON THIS SPECIFICATION, SHALL BE IN ACCORDANCE WITH THE LATEST FBC EDITION, INCLUDING THE AAF. ALL INTERNAL CONNECTIONS SHALL MEET THE FBC (AAF) AND THERE INSTALLATION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 THE LOCATION OF ALL "K" BRACING, WIND BRACING, EAVE RAILS AND CHAIR RAILS, ALONG WITH ANY DESIGN ABNORMALITY, ARE SHOWN AND/OR LISTED ON SHEET 3, THE "SITE SPECIFIC DRAWING". 5 ALL STRUCTURES ERECTED ON CONCRETE SLABS AND / OR FOOTERS SHALL BE CALCULATED FOR SUFFICIENT HOLD DOWN CAPABILITY TO MEET THE CODE REQUIREMENTS. ALSO, ALL TAPCONS, WEDGE ANCHORS (OR EQUAL) SHALL BE 24" O.C. (MIN.), BE 3" FROM THE EDGE OF THE SLAB AND HAVE A MINIMUM EMBEDMENT OF 2" INTO THE CONCRETE SURFACE. 6 THE AVERAGE SPACING BETWEEN BEAMS IS SHOWN ON THE "SITE SPECIFIC DRAWING". THE ACTUAL SPACING BETWEEN ANY TWO BEAMS MUST BE THE LISTED SPACING,+/- 2". THE OVERALL AVERAGE SPACING MUST BE EQUAL TO THE AVERAGE SPACING SHOWN ON THE "SITE SPECIFIC DRAWING". ALL SPACING MUST NEVER BE GREATER THAN 8.0' O.C. 7 IN LIEU OF "SITE SPECIFIC ENGINEERING" AN EXISTING SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A THE SLAB MUST BE IN GOOD CONDITION, 4" OR GREATER THICKNESS, CONSTRUCTED WITH REBAR, WIRE OR FIBER MESH. B ALL BASE, WALL & CEILING FASTENERS MUST BE NO MORE THAN 24" O. C. WITH MINIMUM ENGAGEMENT OF 2". 8 ALL NEW SLABS, WITH OR WITHOUT FOOTERS, SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, B 4" NOMINAL PATIO SLAB REQUIRES A VAPOR BARRIER IF THE SLAB ABUTS LIVING QUARTERS, C 4" NOMINAL PATIO SLAB WITH CONCRETE @ 3000 PSI (MIN.) WITH FIBER MESH OR REBAR AND WIRE, D SHALL BE SECURED TO EXISTING CONCRETE WITH #5 REBAR EVERY 24" O.C. TO AVOID SETTLEMENT, IF APPLICABLE. 9 ALL NEW PERIMETER FOOTERS SHALL MEET THE FOLLOWING REQUIREMENTS AS A MINIMUM: A SOIL MUST BE WELL COMPACTED AND TREATED FOR TERMITES PER COUNTY REQUIREMENTS, B CONCRETE @ 3000 PSI (MIN.) WITH ONE #5 REBAR FOR 8" x S" AND TWO #5 REBAR FOR LARGER FOOTERS. Sj ��11 �UC%�c 10 ALL NEW PERIMETER FOOTER POURED WITH A SLAB SHALL MEET THE FOLLOWING CONDITIONS: A PERIMETER FOOTER AND THE SLAB SHALL BE MONOLITHICALLY POURED, B ALL REQUIREMENTS OF ITEMS 8 AND 9 ABOVE. 11 ALUMINUM IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED WITH AN ALKALI RESISTANT COATING. 12 THIS DRAWING COVERS ONLY THE ITEMS LISTED IN THE TITLE BOX. ANY OTHER TASK, SUCH AS ELECTRICAL, PLUMBING, ETC, SHALL BE BY OTHERS AND SHALL BE COVERED BY A SEPARATE DESIGN DOCUMENT. DWG. # SEA-2018-105, REV. 0 December 26, 2018 - - -SHEET 1 OF 5 - GENERIC DESIGN DATA SOUTH EAST ALUMINUM 4811 SEAGRAPE DRIVE FORT PIERCE, FL 34982 OFFICE (772) 464-9282 SLC # 20893 LOCATION: NAME: FOLEY RESIDENCE ADDRESS: 5289 EBBTIDE WAY CITY/STATE: FORT PIERCE FL 34949 COUNTY: ST. LUCIE JAN 0 2 2M ST. Lucie COuntV, Permitting DRAWING IS ONLY ACCEPTABLE BUILDING PERMITS & ONLY WHEN IT THE ENGINEER OF RECORD'S RAISED R. A. DUNLEA, P.E. AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdu nleano-centurvl)nk. net FLORIDA P.E. Lic. No. 42835 °°°o°"PNTH ON y °Ose cc *: 0 (]e* '33� :r SATE F oo�'•FCOR%OP:e ��4c C? ° �O°yons�OldAL ��°°°e SIT SPECIFIC WOOD DECK DRAWING POLY ROOF SCREEN ROOM DWG. # SEA-2018-105, REV. 0 MOBILE HOME 4'-01, 4'-0" 12'-0" MOBILE HOME MOBILE HOME 12'-0" 3'-01. I -019 I X-0., LEFT SIDE ELEVATION VIEW PLAN VIEW RIGHT SIDE ELEVATION VIEW NOTE: ALL WOOD USED FOR THIS DECK SHALL BE PRESSURE TREATED. X-0" L FRONT ELEVATION VIEW (BACK SAME AS FRONT) NOTE: THE WOOD DECK SHALL BE COVERED ON THE SIDE WITH SIDING TO MATCH EXISTING DECK. KNEE BRACE SKETCH BELOW fir, a- COLUMN PER TABLE 2 'CHANNEL KNEE BRACE DETAIL a G' kec--- TOTAI FOUR 2x4H, BACK END MITERED W/ 1/8" U-CLIP, �� i` 6 #12 SMS I(6) 912 SMS INTO COLUMN / CARRY BEAM, (3) #12 I7 LM;ii SMS INTO EACH SIDE OF KNEE BRACE (TYP.) yU NOTE: KNEE BRACES (KB) SHALL BE 2x4H MEMBERS AND Mt SHALL BE 24" LONG AND EACH END SHALL BE CUT ON A450 N ANGLE. THIS WILL ALLOW FOR EACH END OF THE KNEE BRACE TO BE 17" FROM THE CARRIER BEAM - COLUMN INTERSECTION. .......... NOTE: THE KNEE BRACES (KB) WILL BE ATTACHED TO THE COLUMNS AND CARRIER BEAMS USING A 2" x 2" x 2.25" x 0.125" THICK, 11" LONG, CHANNEL AS SEEN ABOVE. THERE WILL BE SIX (6) #12 SMS BETWEEN THE COLUMN AND THE CHANNEL, TWELVE (12) BETWEEN THE CARRIER BEAM AND THE CHANNEL, TWELVE (12) BETWEEN THE KNEE BRACE AND THE CHANNEL, 6 ON EACH SIDE, AT EACH END OF THE KNEE BRACE. ATOTAL OF TWENTY-FOUR (48) SCREWS FOR EACH KNEE BRACE. December 26, 2018 SITE DESIGN DRAWING no SOUTH EAST ALUMINUM 4811 SEAGRAPE DRIVE FORT PIERCE, FL 34982 OFFICE (772) 464-9282 SLC # 20893 LOCATION: NAME- FOLEY RESIDENCE ADDRESS: 5289 EBBTIDE WAY CITY/STATE: FORT PIERCE FL 34949 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobd un lea(ilcenturvi ink.net FLORIDA P.E. Lic. No. 42835 0%%• Olf HOIp yio� eee ,,..... O . 9 STATE OF MOBILE HOME SITE SPECIFIC DRAWING MOBILE HOME POLY ROOF SCREEN ROOM DWG. # SEA-2018-105, REV. 0 V-0.. I MOBILE HOME V-0.. I SLIDING 4'-0' K <-G1 ACRYLIC " G1> <-G3 ID P <-2x4H WINDOW 2x4H-> <-2x4H SLIDING 2 ss ACRYLIC WINDOW C3 2x4H C5 2x4 SLIDING F 4'-0' K <-G1 ACRYLIC Gt-> I D ACYCLIC P WINDOW 2x4H-I J DOOR 12'-0" I I-2x4H L SLIDING 7'-6" LEFT SIDE ELEVATION VIEW 3" -1 LB. POLY ROOF w/ 0.024" SKIN 10'-0" PLAN VIEW Cl SLIDING ACRYLIC WINDOW <-G3 <-2x4H WINDOW G2-> K P K P 6'-0" 1'4' 7'-6" RIGHT SIDE ELEVATION VIEW CI-> SLIDING I ACRYLIC T-6' WINDOW I I I I KICKPLATE (KP)I KICKPLATE 1 1'4" 4'-0" 4'-0" FRONT ELEVATION) VIEW CBI 2x4H �KEI CBI 2x4H KB� <-C1 C1-> <-2x4H CI-> <-2x4H 2X4H-> G1 2x4H I GI 2x4H KICKPLATE KICKPLATE `NEWWOODL5 DECK':` NWD . 4'-0" 4'-0" 8'-0„ BACK ELEVATION VIEW 4'-6" T-0" 12'-0" December 26; 2018 SITE DESIGN DRAWING SOUTH EAST ALUMINUM 4811 SEAGRAPE DRIVE FORT PIERCE, FL 34982 OFFICE (772) 464-9282 SLC # 20893 LOCATION: NAME: FOLEY RESIDENCE ADDRESS: 5289 EBBTIDE WAY CITYISTATE• FORT PIERCE, FL 34949 COUNTY: ST. LUCIE DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobd un lea(a7centurVli nk.net FLORIDA P.E. Lic. No. 42835 pr1TH--Ny Z NO j2 a 40 STATE OF 4 �o�o`�S • OR1 • ��wlg �®aoSCOfdAI- ��0`' OzTR s5 a4F EE rO STRUCTURE dCREfE . )R3M A +G TRATiO10'. �CONCRETE . �PUTIwGj . aft Fn I TAPCAN € &41W ENDS SAL — Max .X a ROvr ?AI ONN* i nr, FRONT E ELEVATION SECriON A17 NG COLUMN �G_PAC iG TABL ves EXP I '�. js. 0.024'I>•.',7.1li<' 100:3 110 3 • I I PSr ±±' G.0 I.±V . O.f- .3D 3 Ta "eR PR 5 I rS P•S t'�:Lt+d I V' Abel_ }p sla C� ±30C 3° G.G 30 PER ZO' O:C. I�,a]� 1?G C PSr 150 C 2- NOMINAL STRUCTURAL °Eult FACIA MINIMUM EP-23 NEL ix)4' SMS @ 7. O,G Es) PER4' PANEL TOP & 'NOTE: 05E 3'� xii'f EMBED Ttp. TO 5N5 AYE* BOTTOM. ADD (2) SMS 2' 8 4' FROM EACH TAPC0N5, 2}S• & 4$y' FROM ENDS, Cif /TYP... TOP a 3CM 14 MAX O.C. TO HOLLOW BLOIX WL = WALL LOAD ENCLOSURE ENO TOP&.BQTTOM. HEAVY GU'C,k-R-1 °ter°°,u"" RL=ROOF LOAD HESNE CAULXTOP & BOTTOM ODNTINUOU5 ' - GINCLOSURE T O CONCRETE vECK �•.�rp �+ DETAIL BEAM PERTABLES OR -11YCTLWIV.NG LJ{.-�AIL OFT=ON1;USE1'y°LAS BOLTS I SEALED.SPE SPECIFIC SEE GENERAL NOTE 1D FOR Ll ATION W/ 1' MIN- WASHER OU1MErER,. ORRWIN(3JC],LORATION( OOLIRIN AE-R7A6FFS OR 350'%YX%' ANGLE WItli (2) Yj X13'� BOOED. ' UN LONGER 1ilAN PANEL- SEAjED'SIIE'SPECTFTL TAMFNS W/i'a' USN. WASHER DIAMETER TO ORAWINGS/i.ALCOLATIONS I SLAG, 2%' APART & 3' FROM SLAB EDGE & (B) 414 SMS TO COLUMN,W FROM ANGLE EDGES, ONE EACH SME OF COLUMN tiFWJE IAI MIA' ADD•MONA LFO TFOOLING. SEE ERING S SPECIFIC PETNiT_.O' A.DDTIICINAL FOOTING @16INEERING SHEET n/E BEAM CONNECTION @ WALL SEE GENER. L NOTE 310 FOR OMIT n EPS POLY (USED AS *QURTED WHEN ROOF _ CONNECTING TO WALL) '. THRUSOLTTHRO({GH D 2^•-3-A' ANGLE TO ROOF, . 'a o 3w3W ANGLE FASTENED TO INSIDES. BOTTOM'OF CARRY BEAM W/ (2.) BEN4 PER. THRUVOLS SIDE. (S) ,t±4 SM1LS 60170M, FASTENEDTO CAS WAU_W/ EMBED TAPCONS ORTO WOOD (MIN ZX, rNTECG e BY OTHERS) WRH IIcY"r Z4F.�CrRt)S7DN • % .D9T r SEETABLc' B30W €ENSLO({SrMyESlGN �1NSIANS,r7 T R'iII J E• (eRNR�"'EHL;'yr_RTIVC WIFi 2 X 3 . REC,'IERED-FT1R vusDlNs aDX � . - 3TrtF19TTf0_E,�u.'BPEu.FIEO L49 .ALLEX[RIL=1'JMS 70 SE - - I Z X VAR:'o I I •I^e.0°^I UP BEAN i • .D I 055. LA TYP. r-2° 2X3 "gv� _ .•i �(AP ?M a' BEAN TOP 51CBE 2X4 Lv 04. I 2X-o .�4'I OS O'Da TtOC1G4ESS SPACED PER LAG OPTION(: (2) T!g TFROJBOLTS, SPACING TABLE THIS DETAIL a ..0 CARRY BFaMTO Cd11NN a a NOTQLCQtMMN IN C31TR TO FIT OPTION 2: !°A° THRUBOLTS TO G CARRY BEAN SNUG ROOF, 4- FROM EN05 s 1T BUN OPTIONS: 31U'_• 5' ANGLE, (E) . D.C. TO 2'Y!"Ti¢' ANGIFS V-14 SMS EA LS, `cA SIDE OF COW MM (EITHER SIDE IF REQLaRED BY BUILDING 06F0. -COLUMN PER TABLES OR SEALED STc ' SPECIFIC ORAWH{G/CALGILATIONS SECTION. AT SIDE OF ROOT' PANEL. LSO' LAGS, 4° FROM ENDS a 24' MAX. O.C., I'MEN S12x?/.I' LONGER THAN PANELTHIC04ESS TQ SECURE ROOF 345 la'� / TO NoN-PRIMARY WALLS ONLY- rAU K ALL SCRR4 TfIS TOP & / HEADS' BO-fTON. , ELITE ROOF PANE E±il c a 2 X 2 BDX END CAP NGI4. OR VALANCE; ZIgn6"' ANGLE. (37 -14 SEAS EA O o LET,', EA SIDE OF aEMM BEAM -SPLICE IA93" OVER CC , . C11 Y'LAG BOLT TNTfY3 SIDE 0.09l TUBE :Ari CAA RY BEAM 19Ci' (S Cf c 414 SMS EA. 1' PM LQNGER THAN"' . C') t_ - e LOW, o OE OF T._ATc PANEL IMCMESS vi L rxm w.m i14SN{( 0.04-5'&3.X I ° ^__z '.. Ea ENGS& 24'O.C, XB.093- (NC'i SHOWM �� - MAX TOP ° ° ? 50'i TOM ,�Z.G•--( ? Nl9 . .� 1 .ate B . .. CAR Y ZEAN O" AJM-PI�.n�N �G OELTH AS 40E OF."". %�'lY 51M ry I ,Z'-G{IIRED ,2- MAR.) - COLUMN FE,R . a=-_� tiOR a SECTION AT BEARING COLUMN POLY ROOF SCREEN ROOM DWG. # SEA-2018-105, REV. 0 December 26, 2018 POLY ROOF CONNECTIONS "SMS @ 'P. TOP & HEIGHT 7'-6", EXP. 'D', 150 MPH M (C 7SOUTH EAST ALUMINUM PS POLY 4811 SEAGRAPE DRIVE ROOF FORT PIERCE, FL 34982 4'ICARDRY OFFICE (772) 464-9282 ELITE TYPE SLC # 20893 L%/12 Gl17TER OPTIONALSLOPE ADAPTOR SHOWN LOCATION: USE �" LAG BOLTS W/WASHER DIAMETEFL, 1"'MIN. M PER TABLES NAME: THAN PANEL THICKNESS SPACED PER 2.5 X 1.5 MIN. @ SIDE LAG SPACING TABLE 2. NON-LOADBEARING)WALIS . , 1 FOLEY RESIDENCE _ _ _ ..-. ADDRESS: ..?WHEN 5289 EBBTIDE WAY 'ALUMINQW ttSETRUF.AST:Hax CITY/STATE: ("r = 3/4') AT 8° O.C. FQR UP. i FOR -ROOM -ROOFS: FORT PIERCE, FL 34949 TOi30MPH'MNOSPEEO #10x(t+112'l6;M.SJVl COUNTY: .LXPOSURE °_` W O.C.-Fop 1-1/4'OFENgf R:WASHERS ST. LUCIE .ABOVE130Mf3,q VD UP TO @'12`O,C,.(tT = -150 MPH WINO-SpEED PANEC Tjilq( �J) 55+ 1')+ EQ3QSURE "D" @ ROOF BEARING EL THE "CIRCLED" CONNECTIONS (SH04YN)'kND.24'O;C.) ON THIS SHEET ARE BEING CAULK ALL EXPOSEDSCP.% NON-BEA.RING ELEA4ENT (SIDE' USED FOR THIS PROJECT. : HWS $ WAS; IERS WA. LLS) 1 2 3 FOP PAN ROOFS: ' EACH#&Xtl2".LONGS.M 4 5 6 J = PER t2' FA EL VV 3f4' = _ - _ PLEIrJ}NUAPPAfd'WASF{ER 7 8 9 ` 10 11 RooFP/tNL NOTE: DRAWINGS ARE NOT TO SCALE SUPPQFMW "SEAM RO IF.PANEL TO BEAM FASTF.NiNF 6Pl tAR Y DETAMUAYNOTBEUsm -� - 5n—,r yy y, -- __ _.„,_...•.- ILDMxsw{cERTH _ ANrz r,'r MRL � 4)CONCRETEFASIENER SPECIFICATIONS: ED DIA.BOLTSMAY BE '3A; CONCREIEFASTENEBSMUSTHAVEA TUIEDFDRTHE9-f145M5 (2 fib - (NIR)UI-TLMATETENSONCAPACRYOF REPLACE65CANBE x<c% 'Y CONNECTION CAN BE USED W w - ya �' '3' i C BA. A WAN , A(Ml M) TENSION BYUSWGSIMILARSRE � MW ' WORM GMEAR AND,AMINBAUM) SWTHEHEADEROT V.«T .�,. WORgNGSHEAR CAPACUY OF3W& IOD u _ NOTSUBSUMEWr D1ACONCRElE ^ ANCHORS FOR LARGER SUE ANCHORSI COLUMN / FOUNDATION FASTENER FOR 2x2 AND 2x3 1 LOAD mNDmows:cow+ErnoN UPLBT CAPAeRY-�.ma o„"^"�""............... R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobdunlea(dcenturvli nk.net FLORIDA P.E. Lic. No. 42835 OTH 0/yy -* -" NO ' 0 90 :° ST TE OF o 7U�E o�T '•;�GO�RIDp;"°"\mom vOOo°yocS�ONAL I" x 2" OPEN BACK ATTACHED TO FRONT POST w/ #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. NOTE: THIS CONNECTION IS ALSO GOOD FOR 1x3 OPEN BACK MEMBERS, Zx2H AND 2x3H MEMBERS. FRONT WALL GIRT V x T OPEN BACK ATTACHED TO FRONT POST w/ #10 x 2" LONG S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. 4- #10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW GIRT (2{SCREWS MIN.) GIRT OR CHAIR RAIL SELF MATING POST ALTERNATE CONNECTION: (2) # 10 x 2" LONG S.M.S.THRU SPLINES GROOVES FOR 2" x 4" & 2" x 5" COLUMNS SCREEN COLUMN SIZED PER TABLE 1 2" x 2" x 118" ANGLE EACH SIDE w/ 2" x 2" x 1/8" ANGLE EACH SIDEI_ _ 3 #14 SMS EACH SIDE 1" O.C. MIN. SIX (6) #14 SMS (TYP.) ANCHOR EDGE DISTANCE = 3" 1/4" DIA. CONCRETE ANCHOR w/ ANCHOR SPACING = 2" FOR 2x4 2" EMBEDMENT MIN. TYP. POSTS, 3" FOR 2x5 POSTS. NOTE: DO NOT SUBSTITUTE LARGER DIAMETER CONCRETE ANCH I 1" x 2" O.B. BASE PLATE WALL HEADER ATTACHED TO 1" x 2" (SIDE OPEN BACK w/ MIN. TWO (2) #10 S.M.S. 2" (MIN) : iy (,r-' ' SIDE WALL GIRT ATTACHED TO1"x2"OPEN BACKw/2,MIN:�a2MIN<3_MIN:= t",�."'-, *W , MIN. THREE (3) #10 x 1-1/2" =at, t �- c ,.�'-.e„„,:a �..$ " w "r (2" x 4" COLUMN SHOWN) S.M.S. IN SCREW BOSSES s.-._Nff,llF PE51METERIPOOTER OR,SLAB& CONCRETE COLUMN / FOUNDATION FASTENER FOR 2x4 & 2x5 LOAD CONDITIONS: CONNECTION UPLIFT CAPACITY = 1,688#, SHEAR CAPACITY = 1,184#. NOTE: 1) THIS DETAIL IS FOR 2x4 AND 2x5 COLUMNS/POSTS ONLY, 2) CONCRETE FASTENERS MUST HAVE AN ! ULTIMATE PULL-OUT CAPACITY OF 2,110 # OR A WORKING PULL-OUT CAPACITY OF 528#, 3) TWO (2) EACH 2-1/4' x 3/8" DIA. BOLTS MAY BE SUBSTITUTED FOR THE 3 EACH #14 SMS (2 THRU BOLTS REPLACE 6 SCREWS). -AND SIDE BOTTOM RAILS HED TO CONCRETE w/ 1'4" x 2-1/4" 2ETE / MASONRY ANCHORS @ 6" EACH POST AND 24" O.C. MAX. AND 'MIN 1" FROM EDGE OF CONCRETE. TAPCON (OR =) ANGLE (CAPRI) CLIPS MAY w/ 4 - #10 SMS MAT BE USED FOR INTERNAL SCREW SYSTEM (1" x 1" x 2" x 1/16" THICK) CONNECTION w/ CONCEALED FASTENERS PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS RISER PANELS FOUR (4) 114" x 4" 1 LAG BOLTS w/ 1-1/4" FENDER WASHERS BEAM OR HEADER PER 4'-0" PANEL ACROSS THE FRONT 8: ALONG THE SIDES HEADER ATTACHED TO POSTI 2x2 OR 2x3 ANGLE CLIPS MAY wl THREE (3) #10 x 2" LONG HOLLOW BE SUBSTITUTED FOR S.M.S. INTO SCREW BOSS ^ INTERNAL SCREW SYSTEM ANCHOR 1" x 2" EXTRUSION TO CONCRETE w/ 1/4" x 3-IW' CONCRETE ANCHORS WITHIN 4" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. NOMINAL 4" SLAI 3000 PSI CONC., x 6 -10 x 10 W.W.1 OR FIBER MES MAX. TYPICAL UPRIGHT DETAIL STATTACHED TO TTOM W/ MIN THREE #10 x 2" LONG S.M.S. 'O SCREW BOSS x 2" OPEN BACK )TTOM RAIL VAPOR BARRIER UNDER CONCRETE SLAB, IF NEEDED POLY ROOF SCREEN ROOM DWG. # SEA-2018-105, REV. 0 December 26, 2018 — - - - -SHEET 5-OF-5— - - - - STANDARD CONNECTIONS SOUTH EAST ALUMINUM 4811 SEAGRAPE DRIVE FORT PIERCE, FL 34982 OFFICE (772) 464-9282 SLC # 20893 LOCATION: NAME: FOLEY RESIDENCE ADDRESS: 5289 EBBTIDE WAY CITY/STATE: FORT PIERCE FL 34949 COUNTY: ST. LUCIE THE "CIRCLED" CONNECTIONS ON THIS SHEET ARE BEING USED FOR THIS PROJECT. 1 2 3 4 DRAWINGS NOT TO SCALE R. A DUNLEA, P.E. 1513 CERVANTES PLACE THE VILLAGES, FLORIDA 32159 (772) 285-6444, (352) 750-6207 bobd u nlea(a).centurVlink. net FLORIDA P.E. Lic. No. 42835 ,eaee`� pp1THONy °eeoo N .4 835 y ,3 ' vi 9S ATE ca . oO°yot9/0111AL Sx e0